2008-10-08_REVISION - M2006080 (5)

Home Browse Search

FLEXIBLE WALL PERMEABILITY TEST ASTM D 5084-00 Constant Volume CLIENT: Lyman Henn PROJECT: Suburban S & G Slurry Wall PROJECT NO. DVI08-159.03 BORING NO. Backfill slurry , Sta 30+00 LAB NO. . L27083 DEPTH SAMPLE ID: SAMPLE NO. 6 TEST STARTED 12/31/07 SAMPLE TYPE Remolded TEST FINISHED : 01/08/08 CONE PRESSURE. (psi) 10 SATURATED TEST: YES MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt. Soil + Moisture (g) 1357.70 1195.20 Wt. Wet Soil & Pan (g) 1357.70 1588.30 Wt. Dry Soil & Pan (g) 979.00 1373.00 Wt. Moisture Lost (g) 377.80 215.30 Wt. of Pan Only (g) 0.00 393.10 Wt. of DrySoil (g) 979.90 979.90 Moisture Content % 38.6 22.0 Wet Density (pco 111.9 126.0 Dry Density (pco 80.8 103.3 Init. Diameter (in) 4,100 (cm) 10.414 Init. Area (sq in) 13.203 (sq cm) 85.177 Init. Height (in) 3.500 (cm) 8.890 Height Change (in) 0.450 (cm) 1.143 Consol. Height (in) 3.050 (cm) 7.747 Area After Consol. (sq in) 11.848 (sq cm) 76.446 Vol. Before Consol. (cu ft ) 0.02674 Specific Gravity 2.60 Vol. Before Consol. (cc) 757.2 Assumed? Yes Change in Vol. (cc) 165.0 Cell Exp. (cc) 0.0 Init. Saturation 99.3 Vol. After Consol. (cc) 592.2 Init. Void Ratio 1.009 Vol. After Consol. (cu ft) 0.02091 Final Saturation 100.0 Effective Porosity % 50.23 Final Void Ratio 0.571 Pressure Difference (psi): 0.00 Gradient Permeabili ty Flow Trials Time Pipette Annulus D Permeability Elevation Elevation zl zp k min. cm cm cm cm cm/sec 0.0 21.10 0.30 20.8 7.0 20.20 0.40 19.8 0.9 2.8E-08 7.0 19.60 0.50 19.1 0.6 1.9E-08 13.0 18.60 0.60 18.0 1.0 1.9E-08 9.0 18.00 0.65 17.4 0.6 1.6E-08 18.0 16.90 0.70 16.2 1.1 1.6E-08 31.0 15.15 0.80 14.4 1.8 1.8E-08 Avg.of Last 4 R dgs. 1.7E-08 DVI08-159.02 Lyman Henn Slurry.xls Knight Pi6sold 8/18/2008